APPROXIMATE QUANTITIES PROPOSED TENNESSEE DEPARTMENT OF TRANSPORTATION February 10, 2017 LETTING

Transcription

1 COUNTY: BLEDSOE, GRUNDY, MARION, SEQUATCHIE (CNR914) 001 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before December 31, MOWING 5,462.0 ACRE COUNTY: BRADLEY, MCMINN, POLK (CNR915) 002 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before December 31, REMOVAL AND DISPOSAL OF LITTER L.M MOWING 3,752.0 ACRE COUNTY: CLAY, DEKALB, JACKSON, OVERTON (CNR916) 003 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before December 31, MOWING 4,616.0 ACRE COUNTY: COCKE, HAMBLEN, JEFFERSON, SEVIER (CNR917) 004 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before December 31, INVOLUNTARY WORK SUSPENSION 6.0 DAY MOWING 2,331.0 ACRE COUNTY: DAVIDSON, WILLIAMSON (CNR908) 005 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before March 31, INVOLUNTARY WORK SUSPENSION 5.0 DAY REMOVAL AND DISPOSAL OF LITTER 3,895.0 L.M MOWING 11,654.0 ACRE COUNTY: DICKSON, HICKMAN, HUMPHREYS (CNR909) 006 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before December 31, REMOVAL AND DISPOSAL OF LITTER L.M MOWING 2,972.0 ACRE COUNTY: DYER, GIBSON, LAKE, OBION (CNR910) 007 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before December 31, REMOVAL AND DISPOSAL OF LITTER 1,795.0 L.M MOWING 15,426.0 ACRE COUNTY: FAYETTE, LAUDERDALE, SHELBY, TIPTON (CNR911) 008 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before March 31, INVOLUNTARY WORK SUSPENSION 5.0 DAY REMOVAL AND DISPOSAL OF LITTER 2,327.0 L.M MOWING 18,021.0 ACRE COUNTY: MCMINN, MEIGS, POLK (CNR900) 009 PROJECT: TYPE: Miscellaneous safety improvements LENGTH: Project Length: miles WRK DAY: On or before August 31, 2017 DBE: 3.0% REMOVAL OF ASPHALT PAVEMENT S.Y ROAD & DRAINAGE EXCAVATION (UNCLIFIED) C.Y MINERAL AGGREGATE, TY A BASE, GRADING D TON ASP. CONC. MIX(PG64-22) (BPMB-HM) GR. A TON ASPHALT CONC MX(PG64-22)(BPMB-HM)GR B-M TON BITUMINOUS MATERIAL FOR PRIME COAT (PC) 1.0 TON AGGREGATE FOR COVER MATERIAL (PC) 4.0 TON BITUMINOUS MATERIAL FOR TACK COAT (TC) 1.0 TON SAW CUTTING ASPHALT PAVEMENT L.F ACS MIX(PG64-22) GRADING D 42.0 TON SCORING RUMBLE STRIPE (NON-CONT. 4IN) 20.9 L.M GUARDRAIL DELINEATION ENHANCEMENT 4,730.0 L.F. Tenneessee Road Builders Association Page 1

2 SIGN POST DELINEATION ENHANCEMENT L.F "U" SECTION STEEL POSTS 1,532.0 LB PERFORATED/KNOCKOUT SQUARE TUBE POST 5,473.0 LB FLAT SHEET ALUMINUM SIGNS (0.080" THICK) S.F FLAT SHEET ALUMINUM SIGNS (0.100" THICK) S.F REMOVE SIGN, SUPPORT & FOOTING EACH REMOVE AND REPLACE SIGN 5.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le 1,210.0 EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color 10.0 EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) 20.0 S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 7.0 EACH PLASTIC WORD PVMT MARKING (STOP AHEAD) 2.0 EACH PLASTIC WORD PVMT MARKING (STOP) 2.0 EACH ENHANCED FLAT THERMO P.M. (4IN) 6.2 L.M SPRAY THERMO P.M. (60 mil 4IN) 43.2 L.M SPRAY THERMO P.M. (60 mil 4IN DOTTED) 1,320.0 L.F TEMPORARY SEDIMENT TUBE 18IN L.F SODDING (NEW SOD) S.Y RMVL OF SNOWPLOWABLE REFLECTIVE MARKER EACH PLASTIC PAVEMENT MARKING (STOP LINE) 32.0 L.F PLASTIC PAVEMENT MKG (24" BARRIER LINE) 1,860.0 L.F PAINTED PAVEMENT MARKING (4" LINE) 26.0 L.M PAINTED PAVEMENT MKG (8" BARRIER LINE) 6,614.0 L.F ENHANCED FLAT THERMO P.M. (6IN) 26.0 L.M ENHANCED FLAT THERMO P.M. (8IN BARR) 6,614.0 L.F ENHANCED FLAT THERMO P.M. (6IN DOTTED) L.F. COUNTY: RUTHERFORD, SUMNER, WILSON (CNR912) 011 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before March 31, INVOLUNTARY WORK SUSPENSION 5.0 DAY REMOVAL AND DISPOSAL OF LITTER L.M MOWING 6,332.0 ACRE COUNTY: MONROE (CNR907) 010 PROJECT: TYPE: Asphalt Paving LENGTH: Project Length: miles WRK DAY: On or before July 31, 2017 DBE: 3% CLEARING AND GRUBBING 1.0 LS REMOVAL OF ASPHALT PAVEMENT 14,209.0 S.Y SHOULDERS AND DITCHES 26.0 L.M TEMPORARY SILT FENCE (WITHOUT BACKING) L.F MINERAL AGGREGATE, TY A BASE, GRADING D 1,356.0 TON ASPHALT CONC MIX (PG76-22)(BPMB-HM) GR C 17,407.0 TON BITUMINOUS MATERIAL FOR TACK COAT (TC) TON BITUMINOUS MATERIAL (FOG SEAL) SHOULDER 20.0 TON ACS MIX (PG76-22) OGFC 14,753.0 TON SCORING SHOULDERS (CONT. 16IN) 26.0 L.M COLD PLANING BITUMINOUS PAVEMENT 15,265.0 TON RESEALING JOINTS (HOT POURED ELASTIC) 19,674.0 L.F TAN ENERGY ABSG TERM (NCHRP 350,TL3) 5.0 EACH EARTH PAD FOR TYPE 38 GR END TREATMENT 5.0 EACH FLEXIBLE DRUMS (CHANNELIZING) EACH WARNING LIGHTS (TYPE A) EACH SIGNS (CONSTRUCTION) 4,782.0 S.F SIGNS (CNSTR)(REDUCED SPEED WARNING) 10.0 EACH ARROW BOARD (TYPE C) 4.0 EACH MOBILE MESSAGE SIGN UNIT W/ATTENUATOR HOUR CHANGEABLE MESSAGE SIGN UNIT 2.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L EACH COUNTY: SULLIVAN (CNR906) 012 PROJECT: TYPE: Asphalt Paving LENGTH: Project Length: miles WRK DAY: On or before August 31, 2017 DBE: 3.0% CONSTRUCTION STAKES, LINES AND GRADES 1.0 LS CLEARING AND GRUBBING 1.0 LS REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.0 LS REMOVAL OF ASPHALT PAVEMENT 5,970.0 S.Y ROAD & DRAINAGE EXCAVATION (UNCLIFIED) 3,418.0 C.Y BORROW EXCAVATION (GRADED SOLID ROCK) 35.0 TON PLACING AND SPREADING TOPSOIL C.Y FURNISHING & SPREADING TOPSOIL 96.0 C.Y COMPACTED CLAY 25.0 C.Y BACKFILL MATERIAL (FLOWABLE FILL) 4.0 C.Y SHOULDERS AND DITCHES 5.8 L.M SEDIMENT REMOVAL 27.0 C.Y TEMPORARY SILT FENCE (WITHOUT BACKING) L.F ROCK CHECK DAM PER 11.0 EACH ENHANCED ROCK CHECK DAM 4.0 EACH CURB INLET PROTECTION (TYPE 4) 2.0 EACH CATCH BASIN PROTECTION (TYPE D) 3.0 EACH CATCH BASIN FILTER ASSEMBLY(TYPE 1) 3.0 EACH MINERAL AGGREGATE, TY A BASE, GRADING D 2,855.0 TON GRANULAR BACKFILL (ROADWAY) TON MINERAL AGGREGATE (SIZE 57) 23.0 TON ASPHALT CONC MX(PG64-22)(BPMB-HM)GR B-M TON ASP. CONC. MIX(PG76-22) (BPMB-HM) GR A-S TON Tenneessee Road Builders Association Page 2

3 ASPHALT CONC MIX (PG76-22)(BPMB-HM) GR A TON ASPHALT CONC MX(PG76-22)(BPMB-HM)GR B-M TON ASPHALT CONC MIX (PG76-22)(BPMB-HM) GR C 8,407.0 TON BITUMINOUS MATERIAL FOR PRIME COAT (PC) 4.5 TON BITUMINOUS MATERIAL FOR TACK COAT (TC) 65.0 TON BIT MATERIAL(TC/FOG SEAL)(UNDILUTED) 8.3 TON SAW CUTTING ASPHALT PAVEMENT 1,152.0 L.F ACS MIX (PG64-22) GRADING E SHOULDER 90.0 TON ACS MIX (PG76-22) OGFC 5,404.0 TON SCORING SHOULDERS (CONT. 16IN) 5.9 L.M COLD PLANING BITUMINOUS PAVEMENT 6,236.0 TON RESEALING JOINTS (HOT POURED ELASTIC) 9,074.0 L.F " CONCRETE PIPE CULVERT (CLASS III) L.F " CONCRETE PIPE CULVERT (CLASS III) 56.0 L.F CLASS A CONCRETE (PIPE ENDWALLS) 2.0 C.Y STEEL BAR REINFORCEMENT (PIPE ENDWALLS) 68.0 LB CATCH BASINS, TYPE 41, > 4' - 8' DEPTH 2.0 EACH CATCH BASINS, TYPE 42, > 4' - 8' DEPTH 1.0 EACH CEMENT CONCRETE DITCH PAVING 22.0 C.Y GUARDRAIL AT BRIDGE ENDS 27.0 L.F TAN ENERGY ABSG TERM (NCHRP 350,TL3) 1.0 EACH PORTABLE BARRIER RAIL DELINEATOR 70.0 EACH PORTABLE IMPACT ATTENUATOR NCHRP350 TL EACH MACHINED RIP-RAP (CLASS A-3) 50.0 TON MACHINED RIP-RAP (CLASS A-1) TON AGGREGATE UNDERDRAINS (WITH PIPE) 1,152.0 L.F LATERAL UNDERDRAIN 54.0 L.F LATERAL UNDERDRAIN ENDWALL (4:1) 1.0 EACH LATERAL UNDERDRAIN ENDWALL (6:1) 2.0 EACH FLARED S/S CONCRETE MEDIAN BARRIER WALL 60.0 L.F GRADE SEPARATED SINGE SLOPE MEDIAN WALL L.F INTERCONNECTED PORTABLE BARRIER RAIL 1,340.0 L.F FLEXIBLE DRUMS (CHANNELIZING) EACH WARNING LIGHTS (TYPE A) EACH SIGNS (CONSTRUCTION) 2,486.0 S.F SIGNS (CNSTR)(REDUCED SPEED WARNING) 10.0 EACH ARROW BOARD (TYPE C) 6.0 EACH MOBILE MESSAGE SIGN UNIT W/ATTENUATOR HOUR REMOVABLE PAVEMENT MARKING LINE 2,696.0 L.F REMOVABLE BLACK-OUT TAPE (8IN) L.F CL A CNC (FOUNDATION FOR SIGN SUPPORTS) 5.0 C.Y STEEL B. REINFORCEM(F FOR SIGN SUPPORTS) 1,425.0 LB DELINEATOR (MILE MARKER) & STEEL POST 2.0 EACH FLEXIBLE DELINEATOR (WHITE) EACH FLEXIBLE DELINEATOR (YELLOW) 70.0 EACH STEEL I-BMs & WF-BMs(BKWY) SIGN SUPPORT 4,988.0 LB PERFORATED/KNOCKOUT SQUARE TUBE POST LB P POST SLIP BASE 10.0 EACH FLAT SHEET ALUMINUM SIGNS (0.100" THICK) 81.0 S.F EXTRUDED ALUMINUM PANEL SIGNS S.F REMOVAL OF SIGNS, POSTS AND FOOTINGS 1.0 LS CHANGEABLE MESSAGE SIGN UNIT 3.0 EACH STRUCTURAL LIGHTING 1.0 LS DIRECT BRL CONDUIT (2"PVC, SCHEDULE 40) 1,000.0 L.F PULL BOXES (TYPE C) 1.0 EACH PULL BOXES 2.0 EACH CABLE 3,900.0 L.F LIGHT STANDARDS (45' M.H., 15' ARM) 4.0 EACH LIGHT STANDARDS 2.0 EACH REMOVAL OF LIGHT STANDARD & FOUNDATION 2.0 EACH LUMINAIRES (250 WATT) 6.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L EACH RMVL OF SNOWPLOWABLE REFLECTIVE MARKER EACH PLASTIC PAVEMENT MKG (24" BARRIER LINE) L.F PLASTIC PAVEMENT MKG (EXIT ONLY ARROW) 2.0 EACH PLASTIC PAVEMENT MARKING(LANE RED ARROW) 4.0 EACH PAINTED PAVEMENT MKG (8" BARRIER LINE) 5,272.0 L.F PAINTED PAVEMENT MARKINGS(8" LINE) 13.5 L.M ENHANCED FLAT THERMO P.M. (6IN) 13.4 L.M ENHANCED FLAT THERMO P.M. (8IN BARR) 5,272.0 L.F ENHANCED FLAT THERMO P.M. (6IN DOTTED) 1,604.0 L.F GEOMEMBRANE 1,353.0 S.Y GEOTEXTILE (TYPE III)(EROSION CONTROL) S.Y GEOTEXTILE (TYPE IV) (STABILIZATION) S.Y TEMPORARY SEDIMENT TUBE 8IN 2,328.0 L.F TEMPORARY SEEDING (WITH MULCH) 11.0 UNIT SEEDING (WITHOUT MULCH) 22.0 UNIT WATER (SEEDING & SODDING) 2.0 M.G FERTILIZER (SUPPLEMENTAL APPLICATION) 1.0 TON EROSION CONTROL BLANKET (TYPE III) 2,484.0 S.Y. COUNTY: WILLIAMSON (CNR913) 013 PROJECT: TYPE: Mowing and/or Litter Removal LENGTH: Project Length: miles WRK DAY: On or before December 31, INVOLUNTARY WORK SUSPENSION 5.0 DAY MOWING 1,431.0 ACRE COUNTY: ANDERSON, BLOUNT, CAMPBELL, CARTER (CNR054) 014 PROJECT: TYPE: Pavement Marking WRK DAY: On or before June 30, SCORING SHOULDERS (CONT. 16IN) 10.0 L.M SCORING SHOULDERS (NON-CONT. 16IN) 10.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 8IN) 10.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 4IN) 10.0 L.M. Tenneessee Road Builders Association Page 3

4 MAINTENANCE OF TRAFFIC 25.0 EACH DELINEATORS (ALL) 2,000.0 EACH RAISED PVMT MARKERS (BI-DIR. 1 COLOR) 1,000.0 EACH RAISED PVMT MRKRS (MONO-DIR. 1 COLOR) 1,250.0 EACH RAISED PVMT MARKERS (BI-DIR. 2 COLOR) EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le 1,000.0 EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR EACH PLASTIC PAVEMENT MARKING (CROSS-WALK) L.F PLASTIC PAVEMENT MARKING (CHNZ STRIPING) S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) EACH PLASTIC PAVEMENT MKG (24" BARRIER LINE) L.F PLASTIC PAVEMENT MKG (8" DOTTED LINE) L.F PLASTIC PVMT MKG (LONGITUDINAL X-WALK) L.F PLASTIC WORD PVMT MARKING (ONLY) 50.0 EACH PLASTIC WORD PVMT MARKING (RXR) 20.0 EACH PLASTIC WORD PVMT MARKING (STOP AHEAD) 5.0 EACH PLASTIC WORD PVMT MARKING (SCHOOL) 5.0 EACH PLASTIC WORD PVMT MARKING (BIKE LANE) 20.0 EACH PLASTIC WORD PVMT MARKING (SIGNAL AHEAD) 8.0 EACH PLASTIC WORD PVMT MARKING (STOP) 15.0 EACH PLASTIC WORD PVMT MARKING (PED-XING) 4.0 EACH PLASTIC PVMT MKG (STRAIGHT-TURN ARROW) 5.0 EACH PLASTIC PVMT MKG(DOUBLE TURNING ARROW) 5.0 EACH PLASTIC PVMT MKG (TRANSVERSE SHOULDER) L.F PLASTIC PAVEMENT MKG (STRAIGHT ARROW) 20.0 EACH PLASTIC PAVEMENT MKG (WRONG WAY ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (EXIT ONLY ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (OPTION LANE ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (H.O.V. DIAMOND) 20.0 EACH PLASTIC PAVEMENT MKG (HANDICAP SYMBOL) 5.0 EACH PLASTIC PAVEMENT MARKING (YIELD LINE) S.F PLASTIC PAVEMENT MARKING(LANE RED ARROW) 20.0 EACH PLASTIC PAVEMT MARKING-BIKE SYMBOL/AR SH 50.0 EACH PAINTED PAVEMENT MARKING (4" LINE) 30.0 L.M PRFRMNCE BASED RETRCNG SPRA THRMO 4IN 1,676.0 L.M PRFRMNCE BASED RETRCNG SPRA THRMO 6IN L.M PRFRMNCE BASED RETRCNG SPRA THRMO 8IN 156,880.0 L.F REMOVAL OF PAVEMENT MARKING (LINE) 20,000.0 L.F REMOVAL OF PVMT MKG (8" BARRIER LINE) 1,000.0 L.F REMOVAL OF PAVEMENT MARKING (CROSS-WALK) L.F REMOVAL PAVEMENT MKG (CHNZ STRIPING) S.Y REMOVAL OF PAVEMENT MARKING (STOP LINE) L.F REMOVAL OF PVMT MKG (TURN LANE ARROW) 20.0 EACH REMOVAL PVMT MKG (STRAIGHT-TURN ARROW) 4.0 EACH REMOVAL PVMT MKG (DOUBLE TURNING ARROW) 2.0 EACH REMOVAL OF PAVEMENT MKG (DOTTED LINE) L.F REMOVAL PVMT MKG (TRANSVERSE SHOULDER) L.F REMOVAL OF WORD PVMT MKG 5.0 EACH REMOVAL OF WORD PVMT MKG 3.0 EACH REMOVAL OF WORD PVMT MKG 2.0 EACH PPPM 4IN LINE W/1.5IN BLACK SILHOUETTE 1.0 L.M PRFRMED PLSTC PVMNT MRKNG (ISTATE SHLD) 50.0 EACH ENHANCED FLAT THERMO P.M. (4IN) 5.0 L.M ENHANCED FLAT THERMO P.M. (6IN) 5.0 L.M ENHANCED FLAT THERMO P.M. (8IN BARR) L.F ENHANCED FLAT THERMO P.M. (4IN DOTTED) L.F ENHANCED FLAT THERMO P.M. (6IN DOTTED) L.F ENHANCED FLAT LINE THERMO (8IN LINE) L.F ENHANCED FLAT LINE THERMO (8IN BROKEN LN L.F ENHANCED FLAT LINE THERMO (12IN BARRIER L.F ENHANCED FLAT LINE THERMO (12IN LINE L.F SPRAY THERMO P.M. (40 mil 4IN) 60.0 L.M SPRAY THERMO P.M. (40 mil 6IN) 20.0 L.M SPRAY THERMO P.M. (40 mil 8IN BARRIER) 5,000.0 L.F SPRAY THERMO P.M. (40 mil 4IN DOTTED) L.F SPRAY THERMO P.M. (40 mil 6IN DOTTED) L.F ROADWAY CLEANING FOR PAVEMENT MARKING 17.0 L.M MOBILIZATION (PER CALL-OUT) 10.0 EACH MOBILIZATION 3.0 EACH COUNTY: ANDERSON, BLOUNT, CAMPBELL, CARTER (CNR050) 015 PROJECT: TYPE: Pavement Marking PERFORMANCE BASED RETRACING PAINTED 4IN 3,917.0 L.M PERFORMANCE BASED RETRACING PAINTED 8IN L.F ROADWAY CLEANING FOR PAVEMENT MARKING 5.0 L.M. COUNTY: BEDFORD, CHEATHAM, DAVIDSON, DICKSON (CNR036) 016 PROJECT: TYPE: Pavement Marking WRK DAY: On or before June 30, SCORING SHOULDERS (CONT. 16IN) 10.0 L.M SCORING SHOULDERS (NON-CONT. 16IN) 10.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 8IN) 10.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 4IN) 10.0 L.M MAINTENANCE OF TRAFFIC 30.0 EACH DELINEATORS (ALL) 2,000.0 EACH RAISED PVMT MARKERS (BI-DIR. 1 COLOR) 1,000.0 EACH RAISED PVMT MRKRS (MONO-DIR. 1 COLOR) 1,250.0 EACH RAISED PVMT MARKERS (BI-DIR. 2 COLOR) EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le 1,000.0 EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color EACH Tenneessee Road Builders Association Page 4

5 Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR 1,000.0 EACH PLASTIC PAVEMENT MARKING (CROSS-WALK) L.F PLASTIC PAVEMENT MARKING (CHNZ STRIPING) S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) EACH PLASTIC PAVEMENT MKG (24" BARRIER LINE) L.F PLASTIC PAVEMENT MKG (8" DOTTED LINE) L.F PLASTIC PVMT MKG (LONGITUDINAL X-WALK) L.F PLASTIC WORD PVMT MARKING (ONLY) 50.0 EACH PLASTIC WORD PVMT MARKING (RXR) 50.0 EACH PLASTIC WORD PVMT MARKING (STOP AHEAD) 10.0 EACH PLASTIC WORD PVMT MARKING (SCHOOL) 5.0 EACH PLASTIC WORD PVMT MARKING (BIKE LANE) 10.0 EACH PLASTIC WORD PVMT MARKING (SIGNAL AHEAD) 10.0 EACH PLASTIC WORD PVMT MARKING (STOP) 12.0 EACH PLASTIC WORD PVMT MARKING (PED-XING) 5.0 EACH PLASTIC PVMT MKG (STRAIGHT-TURN ARROW) 5.0 EACH PLASTIC PVMT MKG(DOUBLE TURNING ARROW) 10.0 EACH PLASTIC PVMT MKG (TRANSVERSE SHOULDER) L.F PLASTIC PAVEMENT MKG (STRAIGHT ARROW) 5.0 EACH PLASTIC PAVEMENT MKG (WRONG WAY ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (EXIT ONLY ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (OPTION LANE ARROW) 15.0 EACH PLASTIC PAVEMENT MKG (H.O.V. DIAMOND) 15.0 EACH PLASTIC PAVEMENT MKG (HANDICAP SYMBOL) 5.0 EACH PLASTIC PAVEMENT MARKING (YIELD LINE) S.F PLASTIC PAVEMENT MARKING(LANE RED ARROW) 15.0 EACH PLASTIC PAVEMT MARKING-BIKE SYMBOL/AR SH 30.0 EACH PAINTED PAVEMENT MARKING (4" LINE) 30.0 L.M PRFRMNCE BASED RETRCNG SPRA THRMO 4IN 1,666.0 L.M PRFRMNCE BASED RETRCNG SPRA THRMO 6IN 1,125.0 L.M PRFRMNCE BASED RETRCNG SPRA THRMO 8IN 316,800.0 L.F REMOVAL OF PAVEMENT MARKING (LINE) 20,000.0 L.F REMOVAL OF PVMT MKG (8" BARRIER LINE) 1,000.0 L.F REMOVAL OF PAVEMENT MARKING (CROSS-WALK) L.F REMOVAL PAVEMENT MKG (CHNZ STRIPING) S.Y REMOVAL OF PAVEMENT MARKING (STOP LINE) L.F REMOVAL OF PVMT MKG (TURN LANE ARROW) 20.0 EACH REMOVAL PVMT MKG (STRAIGHT-TURN ARROW) 4.0 EACH REMOVAL PVMT MKG (DOUBLE TURNING ARROW) 2.0 EACH REMOVAL OF PAVEMENT MKG (DOTTED LINE) L.F REMOVAL PVMT MKG (TRANSVERSE SHOULDER) L.F REMOVAL OF WORD PVMT MKG 5.0 EACH REMOVAL OF WORD PVMT MKG 3.0 EACH REMOVAL OF WORD PVMT MKG 2.0 EACH PPPM 4IN LINE W/1.5IN BLACK SILHOUETTE 1.0 L.M PRFRMED PLSTC PVMNT MRKNG (ISTATE SHLD) 40.0 EACH ENHANCED FLAT THERMO P.M. (4IN) 5.0 L.M ENHANCED FLAT THERMO P.M. (6IN) 5.0 L.M ENHANCED FLAT THERMO P.M. (8IN BARR) L.F ENHANCED FLAT THERMO P.M. (4IN DOTTED) L.F ENHANCED FLAT THERMO P.M. (6IN DOTTED) L.F ENHANCED FLAT LINE THERMO (8IN LINE) L.F ENHANCED FLAT LINE THERMO (8IN BROKEN LN L.F ENHANCED FLAT LINE THERMO (12IN BARRIER L.F ENHANCED FLAT LINE THERMO (12IN LINE L.F SPRAY THERMO P.M. (40 mil 4IN) 30.0 L.M SPRAY THERMO P.M. (40 mil 6IN) 20.0 L.M SPRAY THERMO P.M. (40 mil 8IN BARRIER) 20,000.0 L.F SPRAY THERMO P.M. (40 mil 4IN DOTTED) L.F SPRAY THERMO P.M. (40 mil 6IN DOTTED) 1,000.0 L.F ROADWAY CLEANING FOR PAVEMENT MARKING 30.0 L.M MOBILIZATION (PER CALL-OUT) 30.0 EACH MOBILIZATION 6.0 EACH COUNTY: BEDFORD, CHEATHAM, DAVIDSON, DICKSON (CNR033) 017 PROJECT: TYPE: Pavement Marking PERFORMANCE BASED RETRACING PAINTED 4IN 4,136.0 L.M ROADWAY CLEANING FOR PAVEMENT MARKING 8.0 L.M. COUNTY: BENTON (CNR021) 018 PROJECT: TYPE: Asphalt Paving LENGTH: Project Length: miles WRK DAY: On or before July 31, 2017 DBE: 2.0% REMOVAL OF ASPHALT PAVEMENT S.Y WATER 26.0 M.G MINERAL AGGR,TY B BASE, GR 3,432.0 TON ASP. CONC. MIX(PG64-22) (BPMB-HM) GR. A TON BITUMINOUS MATERIAL FOR TACK COAT (TC) TON ACS MIX (PG64-22) GRADING E SHOULDER 9,898.0 TON ACS MIX(PG70-22) GRADING D 16,569.0 TON SCORING SHOULDERS (NON-CONT. 16IN) 21.8 L.M COLD PLANING BITUMINOUS PAVEMENT 384,471.0 S.Y " PIPE CULVERT (SIDE DRAIN) L.F " PIPE CULVERT (SIDE DRAIN) 40.0 L.F " PIPE CULVERT (SIDE DRAIN) 60.0 L.F GUARDRAIL ENERGY ABSORBING TERMINAL 16.0 EACH SIGNS (CONSTRUCTION) 1,856.0 S.F SNOWPLOWABLE REFLECTIVE MARKER 2,574.0 EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) 4,800.0 S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 24.0 EACH Tenneessee Road Builders Association Page 5

6 PAINTED PAVEMENT MARKING (4" LINE) 40.4 L.M ENHANCED FLAT THERMO P.M. (4IN) 2.6 L.M ENHANCED FLAT THERMO P.M. (6IN) 35.8 L.M ENHANCED FLAT THERMO P.M. (8IN BARR) L.F. COUNTY: BENTON, CARROLL, CHESTER, CROCKETT (CNR018) 019 PROJECT: TYPE: Pavement Marking WRK DAY: On or before June 30, SCORING SHOULDERS (CONT. 16IN) 10.0 L.M SCORING SHOULDERS (NON-CONT. 16IN) 10.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 8IN) 10.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 4IN) 10.0 L.M MAINTENANCE OF TRAFFIC 30.0 EACH DELINEATORS (ALL) 2,000.0 EACH RAISED PVMT MARKERS (BI-DIR. 1 COLOR) 1,000.0 EACH RAISED PVMT MRKRS (MONO-DIR. 1 COLOR) 1,250.0 EACH RAISED PVMT MARKERS (BI-DIR. 2 COLOR) EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le 1,000.0 EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR EACH PLASTIC PAVEMENT MARKING (CROSS-WALK) L.F PLASTIC PAVEMENT MARKING (CHNZ STRIPING) S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) EACH PLASTIC PAVEMENT MKG (24" BARRIER LINE) L.F PLASTIC PAVEMENT MKG (8" DOTTED LINE) L.F PLASTIC PVMT MKG (LONGITUDINAL X-WALK) L.F PLASTIC WORD PVMT MARKING (ONLY) 60.0 EACH PLASTIC WORD PVMT MARKING (RXR) 30.0 EACH PLASTIC WORD PVMT MARKING (STOP AHEAD) 12.0 EACH PLASTIC WORD PVMT MARKING (SCHOOL) 5.0 EACH PLASTIC WORD PVMT MARKING (BIKE LANE) 10.0 EACH PLASTIC WORD PVMT MARKING (SIGNAL AHEAD) 15.0 EACH PLASTIC WORD PVMT MARKING (STOP) 20.0 EACH PLASTIC WORD PVMT MARKING (PED-XING) 3.0 EACH PLASTIC PVMT MKG (STRAIGHT-TURN ARROW) 7.0 EACH PLASTIC PVMT MKG(DOUBLE TURNING ARROW) 12.0 EACH PLASTIC PVMT MKG (TRANSVERSE SHOULDER) L.F PLASTIC PAVEMENT MKG (STRAIGHT ARROW) 5.0 EACH PLASTIC PAVEMENT MKG (WRONG WAY ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (EXIT ONLY ARROW) 6.0 EACH PLASTIC PAVEMENT MKG (OPTION LANE ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (H.O.V. DIAMOND) 20.0 EACH PLASTIC PAVEMENT MKG (HANDICAP SYMBOL) 5.0 EACH PLASTIC PAVEMENT MARKING (YIELD LINE) S.F PLASTIC PAVEMENT MARKING(LANE RED ARROW) 15.0 EACH PLASTIC PAVEMT MARKING-BIKE SYMBOL/AR SH 20.0 EACH PAINTED PAVEMENT MARKING (4" LINE) 30.0 L.M PRFRMNCE BASED RETRCNG SPRA THRMO 4IN 1,117.0 L.M PRFRMNCE BASED RETRCNG SPRA THRMO 6IN L.M PRFRMNCE BASED RETRCNG SPRA THRMO 8IN 20,000.0 L.F REMOVAL OF PAVEMENT MARKING (LINE) 20,000.0 L.F REMOVAL OF PVMT MKG (8" BARRIER LINE) 1,000.0 L.F REMOVAL OF PAVEMENT MARKING (CROSS-WALK) L.F REMOVAL PAVEMENT MKG (CHNZ STRIPING) S.Y REMOVAL OF PAVEMENT MARKING (STOP LINE) L.F REMOVAL OF PVMT MKG (TURN LANE ARROW) 20.0 EACH REMOVAL PVMT MKG (STRAIGHT-TURN ARROW) 4.0 EACH REMOVAL PVMT MKG (DOUBLE TURNING ARROW) 2.0 EACH REMOVAL OF PAVEMENT MKG (DOTTED LINE) L.F REMOVAL PVMT MKG (TRANSVERSE SHOULDER) L.F REMOVAL OF WORD PVMT MKG 5.0 EACH REMOVAL OF WORD PVMT MKG 3.0 EACH REMOVAL OF WORD PVMT MKG 2.0 EACH PPPM 4IN LINE W/1.5IN BLACK SILHOUETTE 1.0 L.M PRFRMED PLSTC PVMNT MRKNG (ISTATE SHLD) 30.0 EACH ENHANCED FLAT THERMO P.M. (4IN) 5.0 L.M ENHANCED FLAT THERMO P.M. (6IN) 5.0 L.M ENHANCED FLAT THERMO P.M. (8IN BARR) L.F ENHANCED FLAT THERMO P.M. (4IN DOTTED) L.F ENHANCED FLAT THERMO P.M. (6IN DOTTED) L.F ENHANCED FLAT LINE THERMO (8IN LINE) L.F ENHANCED FLAT LINE THERMO (8IN BROKEN LN L.F ENHANCED FLAT LINE THERMO (12IN BARRIER L.F ENHANCED FLAT LINE THERMO (12IN LINE L.F SPRAY THERMO P.M. (40 mil 4IN) L.M SPRAY THERMO P.M. (40 mil 6IN) 20.0 L.M SPRAY THERMO P.M. (40 mil 8IN BARRIER) 20,000.0 L.F SPRAY THERMO P.M. (40 mil 4IN DOTTED) L.F SPRAY THERMO P.M. (40 mil 6IN DOTTED) L.F ROADWAY CLEANING FOR PAVEMENT MARKING 18.0 L.M MOBILIZATION (PER CALL-OUT) 20.0 EACH MOBILIZATION 3.0 EACH COUNTY: BENTON, CARROLL, CROCKETT, DECATUR (CNR020) 020 PROJECT: TYPE: Pavement Marking WRK DAY: On or before November 30, TRUCK MOUNTED ENERGY ATTENUATOR 1.0 EACH SIGNS (CONSTRUCTION) S.F ARROW BOARD (TYPE C) 2.0 EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR 42,281.0 EACH Tenneessee Road Builders Association Page 6

7 COUNTY: BENTON, CARROLL, DYER, GIBSON (CNR019) 021 PROJECT: TYPE: Pavement Marking PERFORMANCE BASED RETRACING PAINTED 4IN 3,494.0 L.M PERFORMANCE BASED RETRACING PAINTED 8IN 15,000.0 L.F ROADWAY CLEANING FOR PAVEMENT MARKING 8.0 L.M. COUNTY: BLEDSOE, BRADLEY, CANNON, CLAY (CNR052) 022 PROJECT: TYPE: Pavement Marking WRK DAY: On or before June 30, SCORING SHOULDERS (CONT. 16IN) 10.0 L.M SCORING SHOULDERS (NON-CONT. 16IN) 10.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 8IN) 10.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 4IN) 10.0 L.M MAINTENANCE OF TRAFFIC 20.0 EACH SIGNS (CONSTRUCTION) 32.0 S.F DELINEATORS (ALL) 2,000.0 EACH RAISED PVMT MARKERS (BI-DIR. 1 COLOR) 1,000.0 EACH RAISED PVMT MRKRS (MONO-DIR. 1 COLOR) 1,250.0 EACH RAISED PVMT MARKERS (BI-DIR. 2 COLOR) EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le 1,000.0 EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR EACH PLASTIC PAVEMENT MARKING (CROSS-WALK) L.F PLASTIC PAVEMENT MARKING (CHNZ STRIPING) S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) EACH PLASTIC PAVEMENT MKG (24" BARRIER LINE) L.F PLASTIC PAVEMENT MKG (8" DOTTED LINE) L.F PLASTIC PVMT MKG (LONGITUDINAL X-WALK) L.F PLASTIC WORD PVMT MARKING (ONLY) 60.0 EACH PLASTIC WORD PVMT MARKING (RXR) 40.0 EACH PLASTIC WORD PVMT MARKING (STOP AHEAD) 5.0 EACH PLASTIC WORD PVMT MARKING (SCHOOL) 5.0 EACH PLASTIC WORD PVMT MARKING (BIKE LANE) 10.0 EACH PLASTIC WORD PVMT MARKING (SIGNAL AHEAD) 15.0 EACH PLASTIC WORD PVMT MARKING (STOP) 15.0 EACH PLASTIC WORD PVMT MARKING (PED-XING) 3.0 EACH PLASTIC PVMT MKG (STRAIGHT-TURN ARROW) 5.0 EACH PLASTIC PVMT MKG(DOUBLE TURNING ARROW) 5.0 EACH PLASTIC PVMT MKG (TRANSVERSE SHOULDER) L.F PLASTIC PAVEMENT MKG (STRAIGHT ARROW) 12.0 EACH PLASTIC PAVEMENT MKG (WRONG WAY ARROW) 15.0 EACH PLASTIC PAVEMENT MKG (EXIT ONLY ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (OPTION LANE ARROW) 10.0 EACH PLASTIC PAVEMENT MKG (H.O.V. DIAMOND) 5.0 EACH PLASTIC PAVEMENT MKG (HANDICAP SYMBOL) 5.0 EACH PLASTIC PAVEMENT MARKING (YIELD LINE) S.F PLASTIC PAVEMENT MARKING(LANE RED ARROW) 20.0 EACH PLASTIC PAVEMT MARKING-BIKE SYMBOL/AR SH 20.0 EACH PAINTED PAVEMENT MARKING (4" LINE) 30.0 L.M PRFRMNCE BASED RETRCNG SPRA THRMO 4IN L.M PRFRMNCE BASED RETRCNG SPRA THRMO 6IN L.M PRFRMNCE BASED RETRCNG SPRA THRMO 8IN 31,850.0 L.F PRFRMNCE BSED RETRCNG SPRA THRMO 6IN DOT 5,770.0 L.F REMOVAL OF PAVEMENT MARKING (LINE) 20,000.0 L.F REMOVAL OF PVMT MKG (8" BARRIER LINE) 1,000.0 L.F REMOVAL OF PAVEMENT MARKING (CROSS-WALK) L.F REMOVAL PAVEMENT MKG (CHNZ STRIPING) S.Y REMOVAL OF PAVEMENT MARKING (STOP LINE) L.F REMOVAL OF PVMT MKG (TURN LANE ARROW) 20.0 EACH REMOVAL PVMT MKG (STRAIGHT-TURN ARROW) 4.0 EACH REMOVAL PVMT MKG (DOUBLE TURNING ARROW) 2.0 EACH REMOVAL OF PAVEMENT MKG (DOTTED LINE) L.F REMOVAL PVMT MKG (TRANSVERSE SHOULDER) L.F REMOVAL OF WORD PVMT MKG 5.0 EACH REMOVAL OF WORD PVMT MKG 3.0 EACH REMOVAL OF WORD PVMT MKG 2.0 EACH PPPM 4IN LINE W/1.5IN BLACK SILHOUETTE 1.0 L.M PRFRMED PLSTC PVMNT MRKNG (ISTATE SHLD) 4.0 EACH ENHANCED FLAT THERMO P.M. (4IN) 5.0 L.M ENHANCED FLAT THERMO P.M. (6IN) 5.0 L.M ENHANCED FLAT THERMO P.M. (8IN BARR) L.F ENHANCED FLAT THERMO P.M. (4IN DOTTED) L.F ENHANCED FLAT THERMO P.M. (6IN DOTTED) L.F ENHANCED FLAT LINE THERMO (8IN LINE) L.F ENHANCED FLAT LINE THERMO (8IN BROKEN LN L.F ENHANCED FLAT LINE THERMO (12IN BARRIER L.F ENHANCED FLAT LINE THERMO (12IN LINE L.F SPRAY THERMO P.M. (40 mil 4IN) 20.0 L.M SPRAY THERMO P.M. (40 mil 6IN) 20.0 L.M SPRAY THERMO P.M. (40 mil 8IN BARRIER) 20,000.0 L.F SPRAY THERMO P.M. (40 mil 4IN DOTTED) L.F SPRAY THERMO P.M. (40 mil 6IN DOTTED) L.F ROADWAY CLEANING FOR PAVEMENT MARKING 14.0 L.M MOBILIZATION (PER CALL-OUT) 8.0 EACH MOBILIZATION 3.0 EACH Tenneessee Road Builders Association Page 7

8 COUNTY: BLEDSOE, BRADLEY, CANNON, CLAY (CNR058) 023 PROJECT: TYPE: Pavement Marking SIGNS (CONSTRUCTION) 32.0 S.F PERFORMANCE BASED RETRACING PAINTED 4IN 1,774.0 L.M PERFORMANCE BASED RETRACING PAINTED 8IN 5,665.0 L.F PERFORMANCE BASED RETRACING PAINTED 6IN 1,055.0 L.F ROADWAY CLEANING FOR PAVEMENT MARKING 5.0 L.M. COUNTY: BLOUNT, SEVIER (CNR068) 024 PROJECT: TYPE: Asphalt Paving LENGTH: Project Length: miles WRK DAY: On or before June 30, 2017 DBE: 2% BITUMINOUS MATERIAL FOR TACK COAT (TC) 32.0 TON ACS MIX(PG70-22) THIN LIFT D ASPHALT 2,147.0 TON SCORING RUMBLE STRIPE (NON-CONT. 8IN) 1.4 L.M ADJUSTMENT OF EXISTING CATCHBASIN 2.0 EACH TAN ENERGY ABSG TERM (NCHRP 350,TL3) 2.0 EACH EARTH PAD FOR TYPE 38 GR END TREATMENT 2.0 EACH GUARDRAIL REMOVED L.F FLEXIBLE DRUMS (CHANNELIZING) EACH WARNING LIGHTS (TYPE A) 78.0 EACH SIGNS (CONSTRUCTION) S.F ARROW BOARD (TYPE C) 2.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) 50.0 S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 13.0 EACH PLASTIC PAVEMENT MARKING(4" DOTTED LINE) L.F PAINTED PAVEMENT MARKING (4" LINE) 7.0 L.M ENHANCED FLAT THERMO P.M. (6IN) 7.0 L.M. COUNTY: BRADLEY (CNR025) 025 PROJECT: TYPE: Surface Treatment (Bituminous) LENGTH: Project Length: miles DBE: 3% MINERAL AGGREGATE, TY A BASE, GRADING D 80.0 TON BITUMINOUS MATERIAL FOR TACK COAT (MICRO 10.0 TON BITUMINOUS MATERIAL (FOG SEAL) SHOULDER 1.0 TON SCORING RUMBLE STRIPE (NON-CONT. 8IN) 5.6 L.M EMULSIFIED ASPHALT FOR MICRO-SURFACING 81.0 TON AGGREGATE FOR MICRO SURFACING TON CONCRETE CURB RAMP (RETROFIT) S.F CONCRETE COMBINED CURB & GUTTER 8.3 C.Y TAN ENERGY ABSG TERM (NCHRP 350,TL3) 4.0 EACH GUARDRAIL REMOVED L.F FLEXIBLE DRUMS (CHANNELIZATION) EACH WARNING LIGHTS (TYPE A) 28.0 EACH SIGNS (CONSTRUCTION) S.F CHANGEABLE MESSAGE SIGN UNIT 2.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color 21.0 EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 9.0 EACH PLASTIC PAVEMENT MKG (8" DOTTED LINE) L.F PLASTIC PVMT MKG (LONGITUDINAL X-WALK) L.F PLASTIC WORD PVMT MARKING (ONLY) 2.0 EACH PAINTED PAVEMENT MARKING (4" LINE) 12.0 L.M SPRAY THERMO P.M. (60 mil 4IN) 12.0 L.M SPRAY THERMO P.M. (60 mil 8IN BARRIER) L.F. COUNTY: CAMPBELL, CARTER, GREENE, HAMBLEN (CNR051) 026 PROJECT: TYPE: Pavement Marking WRK DAY: On or before November 30, TRUCK MOUNTED ENERGY ATTENUATOR 1.0 EACH SIGNS (CONSTRUCTION) S.F ARROW BOARD (TYPE C) 2.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L 1,200.0 EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR 36,348.0 EACH COUNTY: CARROLL (CNR022) 027 PROJECT: TYPE: Asphalt Paving LENGTH: Project Length: miles WRK DAY: On or before July 31, 2017 DBE: 2.5% REMOVAL OF ASPHALT PAVEMENT S.Y WATER 11.0 M.G. Tenneessee Road Builders Association Page 8

9 MINERAL AGGR,TY B BASE, GR 1,596.0 TON ASP. CONC. MIX(PG64-22) (BPMB-HM) GR. A TON ASPHALT CONC MIX(PG64-22)(BPMB-HM)GR C-W 6,813.0 TON BITUMINOUS MATERIAL FOR TACK COAT (TC) 32.0 TON PM REJUVENATING SCRUB SEAL 70,805.0 S.Y SCORING RUMBLE STRIPE (NON-CONT. 4IN) 10.3 L.M COLD PLANING BITUMINOUS PAVEMENT 7,329.0 S.Y " PIPE CULVERT (SIDE DRAIN) L.F " PIPE CULVERT (SIDE DRAIN) L.F " PIPE CULVERT (SIDE DRAIN) 48.0 L.F SIGNS (CONSTRUCTION) 1,840.0 S.F Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le EACH PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 1.0 EACH PAINTED PAVEMENT MARKING (4" LINE) 24.7 L.M ENHANCED FLAT THERMO P.M. (6IN) 9.3 L.M SPRAY THERMO P.M. (60 mil 4IN) 10.3 L.M CONDUIT 1" DIAMETER (PVC) 50.0 L.F SHIELDED DETECTOR CABLE 50.0 L.F SAW SLOT L.F LOOP WIRE L.F. COUNTY: CARROLL (CNR001) 028 PROJECT: TYPE: Bridge Repair (including Br Repainting) WRK DAY: On or before October 31, REMOVAL OF STRUCTURES 1.0 LS ACS MIX(PG76-22) GRADING D 45.0 TON COLD PLANING BITUMINOUS PAVEMENT S.Y STRUCTURAL STEEL REPAIR 32.0 EACH BR JOINT SEISMIC MOD 32.0 EACH APPLIED TEXTURE FINISH (EX STRUCTURES) S.Y REMOVE EXISTING WEARING SURFACE 1.0 LS CONCRETE REPAIRS S.F BRIDGE REPAIRS 1.0 LS COMPOSITE FIBER ENCASEMENT S.F MODIFY BRIDGE DECK DRAIN SYSTEM 1.0 LS CONCRETE PARAPET L.F GUARDRAIL AT BRIDGE ENDS L.F TAN ENERGY ABSG TERM (NCHRP 350,TL3) 4.0 EACH PORTABLE IMPACT ATTENUATOR NCHRP350 TL EACH INTERCONNECTED PORTABLE BARRIER RAIL L.F FLEXIBLE DRUMS (CHANNELIZING) 22.0 EACH PORTABLE BARRIER RAIL DELINEATOR 9.0 EACH SIGNS (CONSTRUCTION) S.F REMOVABLE PAVEMENT MARKING LINE 3,671.0 L.F REMOVABLE PAVEMENT MARKING (STOP LINE) 48.0 L.F SPRAY THERMO P.M. (60 mil 4IN) 1.0 L.M TEMPORARY TRAFFIC SIGNAL SYSTEM 1.0 EACH COUNTY: CHEATHAM, DAVIDSON, LAWRENCE, LEWIS (CNR034) 029 PROJECT: TYPE: Pavement Marking WRK DAY: On or before November 30, TRUCK MOUNTED ENERGY ATTENUATOR 1.0 EACH SIGNS (CONSTRUCTION) S.F ARROW BOARD (TYPE C) 2.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L 1,876.0 EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR 48,863.0 EACH COUNTY: CLAY, CUMBERLAND, DEKALB, FENTRESS (CNR053) 030 PROJECT: TYPE: Pavement Marking WRK DAY: On or before November 30, TRUCK MOUNTED ENERGY ATTENUATOR 1.0 EACH SIGNS (CONSTRUCTION) S.F ARROW BOARD (TYPE C) 2.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L 1,221.0 EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR 59,304.0 EACH COUNTY: CLAY, FENTRESS, OVERTON, PICKETT (CNR063) 031 PROJECT: TYPE: Miscellaneous safety improvements WRK DAY: On or before July 31, 2017 DBE: 4.0% SCORING SHOULDERS (CONT. 16IN) 16.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 8IN) 8.0 L.M SCORING RUMBLE STRIPE (NON-CONT. 4IN) 4.0 L.M TAN ENERGY ABSG TERM (NCHRP 350,TL3) 4.0 EACH EARTH PAD FOR TYPE 38 GR END TREATMENT 4.0 EACH GUARDRAIL DELINEATION ENHANCEMENT 47,038.0 L.F GUARDRAIL REMOVED L.F CONCRETE BARRIER DELINEATION ENHANCEMENT 4,550.0 L.F. Tenneessee Road Builders Association Page 9

10 ROADSIDE OBSTACLE DELINEATION 1.0 S.F SIGN POST DELINEATION ENHANCEMENT 2,718.0 L.F "U" SECTION STEEL POSTS 3,941.0 LB PERFORATED/KNOCKOUT SQUARE TUBE POST 16,105.0 LB FLAT SHEET ALUMINUM SIGNS (0.080" THICK) 2,920.0 S.F FLAT SHEET ALUMINUM SIGNS (0.100" THICK) 3,017.0 S.F REMOVE SIGN, SUPPORT & FOOTING EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le 4,721.0 EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) S.Y PLASTIC PAVEMENT MARKING (STOP LINE) 57.0 L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 11.0 EACH PLASTIC WORD PVMT MARKING (STOP AHEAD) 1.0 EACH PLASTIC PAVEMENT MARKING(LANE RED ARROW) 9.0 EACH ENHANCED FLAT THERMO P.M. (4IN) 41.0 L.M ENHANCED FLAT THERMO P.M. (4IN DOTTED) 1,565.0 L.F SPRAY THERMO P.M. (60 mil 4IN) L.M SPRAY THERMO P.M. (60 mil 4IN DOTTED) 4,644.0 L.F SCHOOL SPEED LIMIT FLASHG SIGNAL INSTED 4.0 EACH CHANGEABLE MESSAGE SIGN UNIT 4.0 EACH SIGNS 9.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L 1,081.0 EACH RMVL OF SNOWPLOWABLE REFLECTIVE MARKER EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 34.0 EACH PLASTIC WORD PVMT MARKING (RXR) 8.0 EACH PLASTIC WORD PVMT MARKING (STOP AHEAD) 2.0 EACH PLASTIC PAVEMENT MARKING (YIELD LINE) 25.0 S.F PLASTIC PAVEMENT MARKING (NOISE STRIP) L.F PAINTED PAVEMENT MARKING (4" LINE) 85.0 L.M PPPM 4IN LINE W/1.5IN BLACK SILHOUETTE 0.8 L.M SPRAY THERMO P.M. (60 mil 6IN) 82.5 L.M SPRAY THERMO P.M. (60 mil 6IN DOTTED) 1,121.0 L.F EXPANSION JOINT REPAIRS 94.0 L.F BRIDGE DECK REPAIRS (PARTIAL DEPTH SLAB) 80.0 S.Y TYPE 2 THIN EPOXY OVERLAY (LOW-MOD EPOXY 1,593.0 S.Y. COUNTY: CUMBERLAND, RHEA (CNR042) 032 PROJECT: TYPE: Surface Treatment (Bituminous) LENGTH: Project Length: miles DBE: 3% MINERAL AGGREGATE, TY A BASE, GRADING D TON BITUMINOUS MATERIAL FOR TACK COAT (MICRO 80.0 TON BITUMINOUS MATERIAL (FOG SEAL) SHOULDER 59.0 TON PM REJUVENATING SCRUB SEAL 284,234.0 S.Y SCORING SHOULDERS (CONT. 16IN) 16.4 L.M SCORING SHOULDERS (NON-CONT. 16IN) 7.5 L.M SCORING RUMBLE STRIPE (NON-CONT. 8IN) 6.1 L.M EMULSIFIED ASPHALT FOR MICRO-SURFACING TON AGGREGATE FOR MICRO SURFACING 5,289.0 TON SINGLE GUARDRAIL (TYPE 2) 50.0 L.F GUARDRAIL TERMINAL (TYPE 12) 1.0 EACH TAN ENERGY ABSG TERM (NCHRP 350,TL3) 6.0 EACH GUARDRAIL DELINEATION ENHANCEMENT 11,563.0 L.F TRUCK MOUNTED ENERGY ATTENUATOR 2.0 EACH GUARDRAIL REMOVED L.F CONCRETE BARRIER DELINEATION ENHANCEMENT L.F FLEXIBLE DRUMS (CHANNELIZING) 14.0 EACH FLEXIBLE DRUMS (CHANNELIZATION) 90.0 EACH WARNING LIGHTS (TYPE A) 14.0 EACH SIGNS (CONSTRUCTION) S.F ARROW BOARD (TYPE C) 4.0 EACH FLEXIBLE DELINEATOR (WHITE) EACH COUNTY: DAVIDSON (CNR003) 033 PROJECT: TYPE: Miscellaneous safety improvements WRK DAY: On or before July 31, SIGN POST DELINEATION ENHANCEMENT 90.0 L.F "U" SECTION STEEL POSTS 3,136.0 LB PERFORATED/KNOCKOUT SQUARE TUBE POST 6,233.0 LB FLAT SHEET ALUMINUM SIGNS (0.080" THICK) S.F FLAT SHEET ALUMINUM SIGNS (0.100" THICK) 1,422.0 S.F REMOVE SIGN, SUPPORT & FOOTING EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) 40.0 S.Y PLASTIC PAVEMENT MARKING (STOP LINE) 2,736.0 L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 56.0 EACH PLASTIC PAVEMENT MKG (8" DOTTED LINE) L.F PLASTIC PVMT MKG (LONGITUDINAL X-WALK) L.F PLASTIC PAVEMENT MARKING (8IN LINE) 0.4 L.M PLASTIC WORD PVMT MARKING (ONLY) 1.0 EACH PLASTIC WORD PVMT MARKING (STOP) 3.0 EACH PLASTIC PVMT MKG (STRAIGHT-TURN ARROW) 10.0 EACH PLASTIC PAVEMENT MARKING (YIELD LINE) 11.0 S.F PLASTIC PAVEMENT MARKING(BLANE SY ARROW) 1.0 EACH SPRAY THERMO P.M. (60 mil 4IN) 43.8 L.M SPRAY THERMO P.M. (60 mil 6IN) 0.0 L.M. Tenneessee Road Builders Association Page 10

11 COUNTY: DAVIDSON (CNR070) 034 PROJECT: TYPE: Maintenance (not mowing & litter) WRK DAY: On or before June 30, HOT APPLIED FIBER-POLYMER PATCHING MATER 60,000.0 LB QUEUE PROTECTION TRUCK 30.0 DAY CHANGEABLE MESSAGE SIGN UNIT 6.0 EACH COUNTY: DAVIDSON, LAWRENCE, MAURY, SUMNER (CNR027) 035 PROJECT: TYPE: Miscellaneous safety improvements LENGTH: Project Length: miles HIGH FRICTION SURF. TRTMNT (SINGLE LIFT) 59,620.0 S.Y HIGH FRICTION SURF. TRTMNT (DOUBLE LIFT) 21,425.0 S.Y SCORING SHOULDERS (CONT. 16IN) 0.3 L.M APPLIED TEXTURE FINISH (EX STRUCTURES) 1,090.0 S.Y GUARDRAIL AT BRIDGE ENDS 27.0 L.F SINGLE GUARDRAIL (TYPE 2) L.F MEDIAN DV GUARDRAIL,WITH RUB-RAIL (TY 2) L.F GUARDRAIL TERMINAL (TYPE 12) 1.0 EACH GUARDRAIL TERMINAL (TYPE 13) 2.0 EACH FLAR ENE ABS TRM(NCHRP 350,TL 3 MED DIV) 1.0 EACH GUARDRAIL DELINEATION ENHANCEMENT 2,825.0 L.F GUARDRAIL REMOVED L.F CL A CNC (FOUNDATION FOR SIGN SUPPORTS) 1.0 C.Y STEEL B. REINFORCEM(F FOR SIGN SUPPORTS) LB FLEXIBLE DELINEATOR (WHITE) 9.0 EACH SIGN POST DELINEATION ENHANCEMENT L.F BARRIER WALL DELINEATION ENHANCEMENT L.F STEEL I-BMs & WF-BMs(BKWY) SIGN SUPPORT LB "U" SECTION STEEL POSTS 1,346.0 LB PERFORATED/KNOCKOUT SQUARE TUBE POST LB P POST SLIP BASE 2.0 EACH FLAT SHEET ALUMINUM SIGNS (0.080" THICK) S.F FLAT SHEET ALUMINUM SIGNS (0.100" THICK) S.F EXTRUDED ALUMINUM PANEL SIGNS 33.0 S.F REMOVE SIGN, SUPPORT & FOOTING 61.0 EACH CHANGEABLE MESSAGE SIGN UNIT 2.0 EACH BARRIER MOUNTED SIGN SUPPORT (DESCR) 27.0 EACH RMV AND RPLC LENS ON SNOWPLW RFLCTV MKR 33.0 EACH PLASTIC PAVEMENT MARKING (STOP LINE) 14.0 L.F PLASTIC PAVEMENT MKG (24" BARRIER LINE) L.F PLASTIC PAVEMENT MKG (8" DOTTED LINE) L.F PLASTIC PAVEMENT MKG (EXIT ONLY ARROW) 4.0 EACH ENHANCED FLAT THERMO P.M. (6IN) 8.4 L.M ENHANCED FLAT THERMO P.M. (8IN BARR) 3,350.0 L.F ENHANCED FLAT THERMO P.M. (6IN DOTTED) L.F SPRAY THERMO P.M. (60 mil 4IN) 2.8 L.M SPRAY THERMO P.M. (60 mil 6IN) 0.8 L.M SPRAY THERMO P.M. (60 mil 4IN DOTTED) L.F FLASHING WARNING BEACON (DESCRIPTION) 2.0 EACH HIGH FRICTION SURF. TRTMNT (SINGLE LIFT) 2,700.0 S.Y. COUNTY: DEKALB (CNR041) 036 PROJECT: TYPE: Surface Treatment (Bituminous) LENGTH: Project Length: miles MINERAL AGGREGATE, TY A BASE, GRADING D 80.0 TON BITUMINOUS MATERIAL FOR TACK COAT (MICRO 58.0 TON BITUMINOUS MATERIAL (FOG SEAL) SHOULDER 36.0 TON SCORING SHOULDERS (NON-CONT. 16IN) 7.6 L.M SCORING RUMBLE STRIPE (NON-CONT. 8IN) 20.2 L.M EMULSIFIED ASPHALT FOR MICRO-SURFACING TON AGGREGATE FOR MICRO SURFACING 3,928.0 TON SINGLE GUARDRAIL (TYPE 2) L.F TAN ENERGY ABSG TERM (NCHRP 350,TL3) 4.0 EACH GUARDRAIL DELINEATION ENHANCEMENT 4,840.0 L.F GUARDRAIL REMOVED L.F FLEXIBLE DRUMS (CHANNELIZATION) EACH WARNING LIGHTS (TYPE A) 40.0 EACH SIGNS (CONSTRUCTION) 1,058.0 S.F ARROW BOARD (TYPE C) 4.0 EACH CHANGEABLE MESSAGE SIGN UNIT 4.0 EACH Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color Le 2,457.0 EACH Snwplwble Pvmt Mrkrs (Mono-Dir) (1 Color EACH Snwplwble Pvmt Mrkrs (Bi-Dir) (2 Color L 45.0 EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (TURN LANE ARROW) 72.0 EACH PLASTIC WORD PVMT MARKING (STOP AHEAD) 1.0 EACH PLASTIC PVMT MKG (TRANSVERSE SHOULDER) L.F PLASTIC PAVEMENT MARKING (YIELD LINE) 60.0 S.F PLASTIC PAVEMENT MARKING(LANE RED ARROW) 2.0 EACH PLASTIC PAVEMENT MARKING (NOISE STRIP) L.F PAINTED PAVEMENT MARKING (4" LINE) 67.1 L.M PAINTED PAVEMENT MARKING(4"DOTTED LINE) L.F TRUNCATED DOME DETECTABLE WARNING MAT S.F ENHANCED FLAT THERMO P.M. (6IN) 28.2 L.M ENHANCED FLAT THERMO P.M. (6IN DOTTED) L.F SPRAY THERMO P.M. (60 mil 4IN) 49.5 L.M. Tenneessee Road Builders Association Page 11

12 SPRAY THERMO P.M. (60 mil 4IN DOTTED) L.F EXPANSION JOINT REPAIRS L.F BRIDGE DECK REPAIRS (PARTIAL DEPTH SLAB) 15.0 S.Y CONCRETE REPAIRS 60.0 S.Y TYPE 2 THIN EPOXY OVERLAY (LOW-MOD EPOXY 8,809.0 S.Y. COUNTY: DEKALB (CNR046) 037 PROJECT: TYPE: Bridge Repair (including Br Repainting) BITUMINOUS MATERIAL FOR TACK COAT (TC) 1.0 TON ACS MIX(PG64-22) GRADING D 19.0 TON PORTABLE IMPACT ATTENUATOR NCHRP350 TL EACH INTERCONNECTED PORTABLE BARRIER RAIL L.F FLEXIBLE DRUMS (CHANNELIZING) EACH WARNING LIGHTS (TYPE A) 25.0 EACH SIGNS (CONSTRUCTION) S.F TEMPORARY BARRICADES (TYPE III) 22.0 L.F ARROW BOARD (TYPE C) 2.0 EACH PAINTED PAVEMENT MARKING (4" LINE) 0.4 L.M SPRAY THERMO P.M. (60 mil 4IN) 0.1 L.M STEEL BEAM 81.0 L.F REMOVE EXISTING WEARING SURFACE 1.0 LS CONCRETE REPAIRS 20.0 C.F CONCRETE REPAIRS 12.0 S.F EPOXY INJECTION (INJECTION) 4.0 GAL EPOXY INJCTN REPAIR (CMPLT AND IN PLACE) L.F CONCRETE REPAIRS 29.0 L.F BRIDGE DECK SEALANT S.Y BRIDGE DECK REPAIR (PMC) 34.0 S.Y TEMPORARY SHORING 1.0 LS COUNTY: DEKALB, WILSON (CNR026) 038 PROJECT: TYPE: Miscellaneous safety improvements LENGTH: Project Length: miles WRK DAY: On or before June 30, 2017 DBE: 3% SCORING RUMBLE STRIPE (NON-CONT. 4IN) 1.2 L.M GUARDRAIL AT BRIDGE ENDS L.F SINGLE GUARDRAIL (TYPE 2) L.F GUARDRAIL TERMINAL (TYPE 21) 3.0 EACH TAN ENERGY ABSG TERM (NCHRP 350,TL3) 5.0 EACH EARTH PAD FOR TYPE 38 GR END TREATMENT 5.0 EACH EARTH PAD FOR GUARD RAIL END TREATMENT 3.0 EACH GUARDRAIL DELINEATION ENHANCEMENT 1,975.0 L.F GUARDRAIL REMOVED L.F ROADSIDE OBSTACLE DELINEATION 8.0 S.F SIGN POST DELINEATION ENHANCEMENT L.F BARRIER WALL DELINEATION ENHANCEMENT L.F "U" SECTION STEEL POSTS 1,697.0 LB PERFORATED/KNOCKOUT SQUARE TUBE POST 1,215.0 LB FLAT SHEET ALUMINUM SIGNS (0.080" THICK) S.F FLAT SHEET ALUMINUM SIGNS (0.100" THICK) S.F REMOVE SIGN, SUPPORT & FOOTING 62.0 EACH PLASTIC PAVEMENT MARKING (CHNZ STRIPING) 60.0 S.Y PLASTIC PAVEMENT MARKING (STOP LINE) L.F PLASTIC PAVEMENT MKG (8" DOTTED LINE) L.F PLASTIC PVMT MKG (TRANSVERSE SHOULDER) L.F PLASTIC PAVEMENT MARKING (YIELD LINE) 35.0 S.F PLASTIC PAVEMENT MARKING(LANE RED ARROW) 2.0 EACH SPRAY THERMO P.M. (60 mil 4IN) 1.2 L.M. COUNTY: FRANKLIN (CNR044) 039 PROJECT: TYPE: Bridge Constr (new, widening, reconstr) LENGTH: Project Length: miles WRK DAY: On or before October 31, 2018 DBE: 5.0% CONSTRUCTION STAKES, LINES AND GRADES 1.0 LS TRAINEE 1,040.0 HOUR CLEARING AND GRUBBING 1.0 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1.0 LS ROAD & DRAINAGE EXCAVATION (UNCLIFIED) 9,573.0 C.Y BORROW EXCAVATION (GRADED SOLID ROCK) 6,147.0 TON WATER 67.0 M.G WASTE MATERIAL C.Y CONSTRUCTION OF HAUL ROAD 1.0 LS " TEMPORARY SLOPE DRAIN 88.0 L.F SEDIMENT REMOVAL C.Y TEMPORARY SILT FENCE (WITH BACKING) 2,348.0 L.F TEMPORARY SILT FENCE (WITHOUT BACKING) 2,316.0 L.F ROCK CHECK DAM PER 12.0 EACH ENHANCED ROCK CHECK DAM 11.0 EACH SEDIMENT FILTER BAG (15' X 15') 3.0 EACH TURBIDITY CURTAIN 2,537.0 L.F POLYETHYLENE SHEETING (6 MIL. MINIMUM) S.Y MINERAL AGGREGATE, TY A BASE, GRADING D 7,728.0 TON MINERAL AGGREGATE (SIZE 57) 56.0 TON ASP. CONC. MIX(PG64-22) (BPMB-HM) GR. A 1,235.0 TON ASPHALT CONC MX(PG64-22)(BPMB-HM)GR B-M TON BITUMINOUS MATERIAL FOR PRIME COAT (PC) 16.0 TON AGGREGATE FOR COVER MATERIAL (PC) 49.0 TON Tenneessee Road Builders Association Page 12